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HomeMy WebLinkAbout20021303 Ver 1_Complete File_20020815`Q??F W A TFAPG ? r > a -c December 30, 2002 DWQ # 02-1303 Beaufort County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Timberline 150 East Arlington Boulevard, Suite E Greenville, NC 27858 Dear Sir or Madam: On December 16, 2002 the Division of Water Quality (DWQ) was notified by receipt of your revised information on your plan to fill wetland for the purpose of constructing a residential subdivision in Beaufort County. Approval from DWQ is required to disturb these wetlands. Please provide seven copies of the following information and refer to the DWQ# listed above in your reply. 1. This Office believes that the driveways labeled on the plans on lots 4, 5, 9, and 10 can be moved or reconfigured to avoid the parallel impacts to the buffers. Please revise the plans to avoid the impacts. Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. cc: Washington DWQ Regional Office Washington Corps of Engineers Central Files File Copy Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Dorney ater Quality Certific ion Program Jay Johnson, Environmental Consultants, Post Office Box 1601, Nags Head, NC 27959 N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands r°?, A DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 IN REPLY REFER TO February 14, 2003 Regulatory Division Action ID. 200310343 Mr. Auddie Cliff Brown Timberline Land Company, LLC 150 East Arlington Boulevard, Suite A Greenville, North Carolina 27858 A. G- W. 17 Dear Mr. Brown: By copy of the North Carolina Department of Environment and Natural Resources letter to you of February 3, 2003, we have learned that North Carolina Coastal Management Consistency Certification for your proposed plans to construct a boat ramp and access docks, on property located off State Road 1732, in the Carolina Shores Subdivision, adjacent to Little Ease Creek, near the Town of Belhaven, in Beaufort County, North Carolina, has been denied. The Coastal Zone Management Act provides that no Federal permit may be issued for an activity within the coastal zone where the State has denied a consistency certification. Accordingly, your Department of the Army application is hereby denied, without prejudice, and your file has been retired. Should you obtain a consistency certification from the State for this activity, your file will be reopened. While appealing the State permit is the next step in pursuing State authorization, you should be aware that this issue must be resolved prior to issuance of a Department of the Army permit. We strongly recommend that if you wish to pursue this matter, you give serious consideration to revising your plans for this project. Mr. Raleigh Bland of my Washington Regulatory Field Office staff is available to answer any questions you may have or to assist you in developing a revised plan. Mr. Bland may be reached at telephone (252) 975-1616, extension 23. Sincerely, Enclosures S. Kenneth Jolly, P.W.S.. Chief, Regulatory Division } Copies Furnished (without enclosures): Mr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 1638 Mail Service Center Raleigh, North Carolina 27699-1638 Mr. Garland B. Pardue U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Ron Sechler National Marine Fisheries Service Habitat Conservation Division Pivers Island Beaufort, North Carolina 28516 Mr. David Rackley NMFS, Habitat Conservation Division 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Mr. Ronald J. Mikulak, Chief Wetlands Regulatory Section Water Management Division U.S. Environmental Protection Agency 61 Forsyth Street, SW Atlanta, Georgia 30303 fir. John Dorney Division of Environmental Management North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Mr. Terry Moore, District Manager Washington Regional Office North Carolina Division of Coastal Management 943 Washington Square Mall Washington, North Carolina 27889 L_? North Carolina Wildlife R_eso_ urces Commission Charles R. Fullwood. IxecUtive Director 1721 Mail Service Center Raleigh, North Carolina 27699-1721 Phone 919-733-3633 MEMORANDUM TO: John Dorney Administrator 401/Wetlands Unit, Division of Water Quality North Carolina Department of Environment and Natural Resources FROM: David McHenry Northeast Coastal Region Coordinator Habitat Conservation Section North Carolina Wildlife Resources Commission DATE: January 13, 2003 SUBJECT: Section 401 Water Quality Certification for Timberline LCC, Carolina Shores Subdivision, Beaufort County, North Carolina. DWQ No. 02-1303 Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the project with regard to impacts on fish and wildlife resources. The subdivision was visited on January 8, 2003. Our comments are provided in accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.) and the Clean Water Act of 1977 (as amended). The applicant is developing the 340-acre Carolina Shores Subdivision along Little Ease Creek near Bath. This creek is designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine Fisheries and classified as SA Nsw by the Environmental Management Commission. Timber has been harvested and most roads constructed to allow access to the 98 subdivided lots. A 404 permit was obtained to fill 4,351 ft2 of wetlands for an access road and three driveways. In response to the application for these fills, the North Carolina Division of Water Quality (DWQ) requested that the applicant provide additional information concerning the buildable footprints and septic locations for several lots in the subdivision (see October 1, 2002 letter). This information indicates that driveway alignments within the 50-foot Tar-Pamlico Buffer Area and off site septic systems are anticipated for multiple lots. The site visit confirmed the buffer impacts and the restrictive building space for several lots. As PNAs, Little Ease Creek and North Creek, which is downstream, are productive habitat for fish and wildlife resources. Estuarine finfish and shellfish are important prey for a variety of mammals and birds including blue heron (Ardea herodias) and species of rail (Rallus sp.). These and other species forage and sometimes nest in the extensive fringing marsh or open water habitats of PNAs. Consequently, the productivity of these areas as wildlife habitat is highly dependent upon the function of the PNAs and the integrity of the surrounding marsh ecosystem. The NCWRC is concerned with the adverse impacts of the subject and other subdivisions on PNAs and wildlife habitat in the area. We communicated our concerns to the Division of Coastal Management regarding erosion of the marsh, sediment disruption. enhanced turbidity, and contamination DWQ# 02-1303 Page 2 January 13, 2002 that will occur following the planned water-dependent development in this subdivision. With respect to the upland development, we are concerned with water quality declines in the creek because of disturbed or reduced riparian buffers. The function of these buffers may already be compromised because of sparse vegetation extending down to the coastal marsh. Further buffer impacts will occur from the existing and additional driveway alignments. Although gravel drives are considered pervious surfaces, compaction and rutting over time often accelerates and concentrates run-off delivery to downgrade areas. When combined with other buffer impacts that are likely to occur such as additional vegetation removal, pier construction, and fertilizer application by future residents, the prospect for creek impacts will certainly increase. Based on a review of the information provided by the applicant, we do not feel that practical project alternatives that reduce buffer impacts have been exhausted or that sufficient information was provided to adequately address all buffer impacts. The following outlines our specific concerns: 1. Approximately ±1500 ft2 of driveway occurs within the buffer on lots 4 and 5, but this figure cannot be definitively determined because the buffer to CAMA line relationship on the plat appears inaccurate. As a shared easement, the impact from this recently constructed driveway could have been substantially reduced with a more southern alignment. 2. Approximately 3300 ft2 of driveway exists within the buffer on lot 10, which will be a shared easement with lot 9. This alignment could have been shifted to the south to reduce Zone I buffer impacts. However, an alternative alignment that would eliminate buffer impacts does not appear practical. This calls into question the legitimacy of the proposed house footprints on these lots. 3. Will a shared easement be utilized on lots 15 and 16 to avoid buffer impacts that would occur if an individual driveway is constructed on lot 15? To the extent practical, we recommend that the applicant remove and avoid driveways in the buffers along Little Ease Creek to preserve their intended water and pollutant control functions. We do not feel that this was done or will be done with some additional driveways. Further, we question whether these driveway alignments are consistent with uses identified in 15A NCAC 02B .0259. Regardless, as a PNA and nutrient sensitive water body, we feel that these recommendations are appropriate to minimize the potential impacts of this subdivision on Little Ease Creek, particularly given the prospects for cumulative impacts on water quality. We appreciate the opportunity to comment on the impacts of the project on fish and wildlife resources. If you need to discuss these comments please call David McHenry at (252) 946-6481 ext 345. ec: NCWRC (Waters, C. - District 2) NO North Carolina Wildlife Resources Commission u Charles R. Fullwood, Executive Director 1721 Mail Service Center Raleigh, North Carolina 27699-1721 Phone 919-733-3633 MEMORANDUM TO: John Dorney Administrator 401/Wetlands Unit, Division of Water Quality North Carolina Department of Environment and Natural Resources FROM: David McHenry Northeast Coastal Region Coordinator Habitat Conservation Section North Carolina Wildlife Resources Commission DATE: January 13, 2003 SUBJECT: Section 401 Water Quality Certification for Timberline LCC, Carolina Shores Subdivision, Beaufort County, North Carolina. DWQ No. 02-1303 Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the project with regard to impacts on fish and wildlife resources. The subdivision was visited on January 8, 2003. Our comments are provided in accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.) and the Clean Water Act of 1977 (as amended). The applicant is developing the 340-acre Carolina Shores Subdivision along Little Ease Creek near Bath. This creek is designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine Fisheries and classified as SA Nsw by the Environmental Management Commission. Timber has been harvested and most roads constructed to allow access to the 98 subdivided lots. A 404 permit was obtained to fill 4,351 ft2 of wetlands for an access road and three driveways. In response to the application for these fills, the North Carolina Division of Water Quality (DWQ) requested that the applicant provide additional information concerning the buildable footprints and septic locations for several lots in the subdivision (see October 1, 2002 letter). This information indicates that driveway alignments within the 50-foot Tar-Pamlico Buffer Area and off site septic systems are anticipated for multiple lots. The site visit confirmed the buffer impacts and the restrictive building space for several lots. As PNAs, Little Ease Creek and North Creek, which is downstream, are productive habitat for fish and wildlife resources. Estuarine finfish and shellfish are important prey for a variety of mammals and birds including blue heron (Ar(len herodias) and species of rail (Rallits sp.). These and other species forage and sometimes nest in the extensive fringing marsh or open water habitats of PNAs. Consequently, the productivity of these areas as wildlife habitat is highly dependent upon the function of the PNAs and the integrity of the surrounding marsh ecosystem. The NCWRC is concerned with the adverse impacts of the subject and other subdivisions on PNAs and wildlife habitat in the area. We communicated our concerns to the Division of Coastal Management regarding erosion of the marsh, sediment disruption, enhanced turbidity, and contamination DWQ# 02-1303 Page 2 January 13, 2002 that will occur following the planned water-dependent development in this subdivision. With respect to the upland development, we are concerned with water quality declines in the creek because of disturbed or reduced riparian buffers. The function of these buffers may already be compromised because of sparse vegetation extending down to the coastal marsh. Further buffer impacts will occur from the existing and additional driveway alignments. Although gravel drives are considered pervious surfaces, compaction and rutting over time often accelerates and concentrates run-off delivery to downgrade areas. When combined with other buffer impacts that are likely to occur such as additional vegetation removal, pier construction, and fertilizer application by future residents, the prospect for creek impacts will certainly increase. Based on a review of the information provided by the applicant, we do not feel that practical project alternatives that reduce buffer impacts have been exhausted or that sufficient information was provided to adequately address all buffer impacts. The following outlines our specific concerns: 1. Approximately ±1500 ft2 of driveway occurs within the buffer on lots 4 and 5, but this figure cannot be definitively determined because the buffer to CAMA line relationship on the plat appears inaccurate. As a shared easement, the impact from this recently constructed driveway could have been substantially reduced with a more southern alignment. 2. Approximately 3300 ft2 of driveway exists within the buffer on lot 10, which will be a shared easement with lot 9. This alignment could have been shifted to the south to reduce Zone I buffer impacts. However, an alternative alignment that would eliminate buffer impacts does not appear practical. This calls into question the legitimacy of the proposed house footprints on these lots. 3. Will a shared easement be utilized on lots 15 and 16 to avoid buffer impacts that would occur if an individual driveway is constructed on lot 15? To the extent practical, we recommend that the applicant remove and avoid driveways in the buffers along Little Ease Creek to preserve their intended water and pollutant control functions. We do not feel that this was done or will be done with some additional driveways. Further, we question whether these driveway alignments are consistent with uses identified in 15A NCAC 02B .0259. Regardless, as a PNA and nutrient sensitive water body, we feel that these recommendations are appropriate to minimize the potential impacts of this subdivision on Little Ease Creek, particularly given the prospects for cumulative impacts on water quality. We appreciate the opportunity to comment on the impacts of the project on fish and wildlife resources. If you need to discuss these comments please call David McHenry at (252) 946-6481 ext 345. ec: NCWRC (Waters, C. - District 2) Triage Check List Date: ' 2, -Z-0 - OZ To: ? ARO ? FRO ? MRO ? RRO Project Name: Mike Parker Ken Averitte Mike Parker Steve Mitchell cc,_?AVVIVI_ t1l t - I 1 1, ,q,?,.SOPY) - DWQ#: O Z- (303 County: , WaRO Debefah ? iRO Joanne Steenhuis ? WSRO Jennifer Frye From: 9-b Telephone : (919) 7 -? - The file attached is being forwarded to your for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps ? inimization/avoidance issu Buffer Rules (Meuse ar-Pamlico, Ca wba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: _T Yom; c v c,J I/`e-V L.JO 1z.) C o t Imo', Sent By: TIMBERLINE LAND CO: 252:jbb4(4? : UCt-4-U2 4:5/PM; Page 212 Of W A rat Michael F Easley. Governor ?a?`; ;pQ William Q Ross Jr., Secretary G North Carolina Department of Environment and Natural Resources Alan W. Klimek, P E., Director Q c Division of Water Quality CERTIFIED MAIL - RETURN RECEIPT REQUESTED ?f imberline 150 Fsst Arlington Boulevard, Suite E 'Qreenville, NC 27858 Dear Sir or Madam: Washington DWQ Regional Office v On August 15, 2002 the Division of Watcr Quality (DWQ) was riotified by.receipt of your oppiiciition regarding your plan to fill wetland for the purpose of constructing a residential subdivision in Beaufort County. Approval from DWQ is required to disturb these wetlands. Please providie seven copies of the following information and refer to die DWQ# listed above in your reply. In pariieular as described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please show these on mars of suitable scale (for instance I" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500. I Please indicate proposed lot layout, including typical house footprints and septic field locations for the following lots: Lot 9 1Q 15 7 5 61 62 8 6 - >'tco you inten7r these to be buildaT[e lots? If so, please supply building D- s for these lots. 4vidim footrirint for this house. Please telephone me at 919-733-1786 if you have any questions or would require copies of ..A our rules or procedural materials. This project will remain on hold as incomplete in accordance with P4' 45A NCAC 2H.0505(c). The processing time for this application will begin, when this information is teceivid, If we do not hear from you by writing within three (3) weeks we will assume y cr want to pursue the project and will consider it withdrawn. D F Sincerely, j nFr i Lc October 1, 2002 DWQ # 02-1303 Beaufort County "12 rILI COPY al?mI R. Do y W? Water Quali C:1 ication Program Washington Corps of Engineers Central Files File Copy Jay Johnson, Environmental Consultants, Post Officc Box 1601, Nags Bead, NC 27959 N C Qivision Of Water Quality, 401 Wetlands Certlflcalton Unit, 1650 feil Service Center, Raleigh, NC 27699.1650 (Mailing Address) 2321 C;,rabtree Blvd, Raleigh, NC 27604.2260 (Location) (919) ',33-17813 (phone), 919-733-6893 (tax), (htlp:!lh2o enu tate.nc.usMCwetlands b't 9r ? 9'• r ?f J?F tf BALDWIN & ASSOCIATES Engineering, Surveying & Planning 1015 Conference Drive GREENVILLE, NORTH CAROLINA 27858 (252) 756-1390 (252) 321-1412 FAX WE ARE SENDING YOU ? Shop drawings ? Copy of letter FILE Cat 17 Under separate cover via _ Prints ? Plans ? Change order ? [LIEWUM OIL UnZ%M101UWV&1 DATE JOB NO. ATTENTION HI-_: ?? Iva S??S 02 -, 3c?3 ¦ the following items: ? Specifications Cl Samples COPIES DATE NO. DESCRIPTION Q- io 1'7 S 8 ?o S S Co X33 ?5 8 t? E q ? ? to v2 1-te nFr, WTEtt KLITYISEUT THESE ARE TRANSMITTED as checked below: ? For approval F j Approved as submitted 1 l Resubmit copies for approval ? For your use ? Approved as noted I I Submit copies for distribution As requested ? Returned for corrections C7 Return corrected prints ? For review and comment ? ? FORBIDS DUE ? PRINTS RETURNED AFTER LOAN TO US r 3t is -- COPY TO ? Attached SIGNED: If enclosures are not as noted, kindly notify us at once. REMARKS c;w 0F W ATa9OG ? =i o -? Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality October 1, 2002 DWQ # 02-1303 Beaufort County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Timberline 150 East Arlington Boulevard, Suite E Greenville, NC 27858 Dear Sir or Madam: FICf COPY On August 15, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetland for the purpose of constructing a residential subdivision in Beaufort County. Approval from DWQ is required to disturb these wetlands. Please provide seven copies of the following information and refer to the DWQ# listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 211.0500. Please indicate proposed lot layout, including typical house footprints and septic field locations for the following lots: Lots 5, 8, 9, 10, 15, 17, 59, 61, 62, 83, 85, 86, 87 and 91; Lots 90A, 31 A - Do you intend for these to be buildable lots? If so, please supply building footprints for these lots. Lot 4 - Need building footprint for this house. Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 211.0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Sincerely, cc: Washington DWQ Regional Office Washington Corps of Engineers Central Files File Copy J R. DoI d y 0 Water Quali VCiffication Program Jay Johnson, Environmental Consultants, Post Office Box 1601, Nags Head, NC 27959 N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands $$) Plan Detail Incomplete ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes on the site plan. ? Please indicate all buffer impacts on the site plan. Please indicate proposed lot layout. ? Please indicate the location of the protected buffers. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide cross section details showing the provisions for aquatic life passage. ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. $$) Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. $$) Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. $$) Mitigation of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. lvt"( b?tilC?lyy L)+ P, 1 C Ali t ?o" i SSk4A C_VVA varccw u?)br? IORv<<2.?? (is- Gr Y3 k7 Jay Johnson P.O. Box 1601 Nags Head, N.C. 27959 252 341 9802 Mr. John Dorney NCDENR Division of Water Quality 1650 Mail Service Center Raleigh, N.C. 27699-2260 Re: Carolina Shores. DWQ # 02-1303 Beaufort County 9/15/02 /*/I,r COPY Dear Mr. Dorney, In response to your request for additional information please find enclosed seven copies of the site plan. Aside from the proposed impacts all lots are buildable without additional wetland or buffer impacts. The smallest impervious area is (Lot 30) .542 acres and has 5000 sq. ft. of impervious area outside of any wetland or buffer. It is unknown at this time what a typical house footprint or septic footprint would consist of but the attached stormwater permit application form indicates the project built upon area as being 10.43%. Should you have any questions please call. Sincerely, J y Jo on ATTACHMENT "A" CAROLINA SHORES IMPERVIOUS AREAS July 17, 2002 LOT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 COMMON AREA (2) 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SQUARE FEET 10,100 9,600 11,100 14,000 16,000 9,500 10,000 12,000 16,000 11,500 6,000 7,000 7,500 7,000 8,500 8,000 7,500 5,500 6,000 12,000 (T) 7,000 8,000 8,000 7,500 7,500 5,500 6,500 6,500 6,000 5,500 5,000 8,000 8,000 8,000 8,000 15,000 13,000 13,000 14,000 14,000 12,000 7,000 LOT # 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 SQUARE FEET 7,000 7,000 10,000 10,000 10,000 10,000 8,500 12,000 12,000 12,000 9,000 7,000 10,000 10,000 9,000 8,000 8,000 6,000 8,000 8,000 8,000 6,000 6,000 7,500 7,500 7,000 7,000 7,500 8,000 9,000 10,000 10,000 10,000 11,000 11,000 11,000 10,000 8,000 9,000 8,000 8,500 8,000 SQUARE LOT # FEET 84 8,000 85 8,500 86 7,500 87 7,500 88 7,000 89 8,500 90 10,000 91 12,000 92 7,500 93 8,000 94 8,000 95 8,000 96 10,000 97 11,000 98 11,000 889,800 TOTAL IMPERVIOUS AREA VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Regional Office. I. Please indicate that you have provided the following required information by initialing in the space provided next to each item. MWB' ? • Original and one copy of the Stormwater Management Permit Application Form __ _ • One copy of the applicable Supplement Form(s) for each BMP _ • Permit application processing fee of $420 (payable to NCDENR) • Detailed narrative description of stormwater treatment/management _ • Two copies of plans and specifications, including: Development/Project name Engineer and firm Legend - North arrow - Scale - Revision number & date - Mean high water line - Dimensioned property/project boundary - Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated - Vegetated buffers (where required) VII. AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information on your behalf, please complete this section. Designated agent (individual or firm): Michael W. Baldwin Mailing Address: 1015 Conference Drive City: Greenville Phone: L_ 252 ) 756-1390 VIII. APPLICANT'S CERTIFICATION Fax: ( 252 ) 321-1412 I, (print or type name of person listed in General Information, item 2) Auddie Cliff Brown certify that the information included on this permit application form, is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2I Signature State: NC Zip: 27858 Date: 7 Zo ?rZ. Form SWU-101 Version 3.99 Page 4 of 4 How was the off-site impervious area listed above derived? N/A IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment. 1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number as issued by the Division of Water Quality. These covenants may not be changed or dele d with t [h cons nt of the State. ee a?'ac?imen 2. No more than "All square feet of any lot shall be covered by structures or impervious materials. Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood decking or the water surface of swimming pools. 3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings. 4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to construction. 5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity and performance of the system as permitted. By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable items required above, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) 733-5083 for the status and availability of these forms. Form SWU-102 Form SWU-103 Form SWU-109 Form SWU-105 Form SWU-106 Form SWU-107 Form SWU-108 Form SWU-109 Wet Detention Basin Supplement Infiltration Basin Supplement Low Density Supplement Curb Outlet System Supplement Off-Site System Supplement Underground Infiltration Trench Supplement Neuse River Basin Supplement Innovative Best Management Practice Supplement Form SWU-101 Version 3.99 Page 3 of 4 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the existing permit number N/A and its issue date (if known) N/A 3. Specify the type of project (check one): x Low Density High Density Redevelop General Permit Other 4. Additional Project Requirements (check applicable blanks): _CAMA Major X Sedimentation/Erosion Control X 404/401 Permit _NPDES Stormwater Information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748. III. PROJECT INFORMATION 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for the project . Stormwater will be treated in roadside swales or in swales along lot lines. 2. Stormwater runoff from this project drains to the Pamlico River basin. 3. Total Project Area: 238 acres 4. Project Built Upon Area: 10.43 % (excludes wetlands & marsh) 5. How many drainage areas does the project have? 1 6. Complete the following information for each drainage area. If there are more than two drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area 2 Receiving Stream Name UT Little Ease Creek Receiving Stream Class SA H WNSW Drainage Area 238 acres Existing Impervious* Area 0 s . f . Proposed Impervious*Area 994 , 200 s . f . % Impervious* Area (total) 10.43% 0 Impervious* Surface Area Drainage Area 1 Drainage Area 2 On-site Buildings 441,000 s . f . On-site Streets 104 , 400 s . f . On-site Parking (drives) 448,800 s . f . On-site Sidewalks (included in bldg area) Other on-site Off-site Total: 994 , 200 s . f . Total: imperv,ous area is aeunea as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. Form SWU-101 Version 3.99 Page 2 of 4 M OFFICE USE ONLY Date Received Fee Paid Permit Number State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may be photocopied for use as an original 1. GENERAL INFORMATION 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): Greenville Timberline, LLC 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): Auddie Cliff Brown, President 3. Mailing Address for person listed in item 2 above: 150 East Arlington Blvd, Suite E City: Greenville State: NC Zip: 27858 Telephone Number: 252 ) 355-9288 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): Carolina Shores Subdivision 5. Location of Project (street address): McGowan Road, Pinecrest Road, Island View Road City: Bath Township County: Beaufort 6. Directions to project (from nearest major intersection): From the intersection of NC Hwy 92 and Kelly Road, proceed south to Island View Road, turn right, project starts at corner of Pinecrest Road and Island View Road 7. Latitude: 35a 25' Longitude: 7640 of project 8. Contact person who can answer questions about the project: Name: Mike Baldwin Telephone Number: ( 252 ) 756-1390 II. PERMIT INFORMATION: 1. Specify whether project is (check one): X New Renewal Modification Form SWU-101 Version 3.99 Page 1 of 4 .grv 1S 34-7 EF 3azvct'? rJ U.S.ARMY CORPS OF ENGINE I? RS WILMINGTON DISTRICT Action ID. 200210998 County Beaufort ??? 7r?z, tog3a GENERAL PERMIT (REGIONAL AND NATIONWIDE VERIFICATION Property Owner: Timberline Land Co. / Jav Johnson Address: 150 E. Arlington Boulevard - Suite E Greenville, NC 27858 Telephone No.: 252-355-9288 Size and location of project (water body, road name/number, town, etc.) An approximate 340 acre tract located between NCSR 1735, NCSR 1732, and NCSR 1734 adjacent to Little Ease Creek, a tributary of North Creek, east of Bath in Beaufort County, North Carolina.. Description of activity Discharge of fill material into freshwater, Department of the Army jurisdictional wetlands for the purpose of constructing access drives, roadway, and facilitate construction of a residential development Total impacts to wetlands = 4,352 sq. ft.. Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) _ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number Nationwide Permit Number 18 (Minor Fill) Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. if your activity is subject to Section 404 of the Clean Water Act (as indicated above), before beginning work you must receive a Section 401 water quality certification from the N.C. Division of Water Quality (telephone (919) 733-1786). For any activity within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management (telephone (919) 733-2293. Please read and comply with the attached conditions. Any violation of these conditions may subject the permittee to a stop :work order, a restoration order and'or appropriate 'legal action. This Department of the Army verification does not relieve the pe'r u0-H of the responsuibN`,"30 pe' to obtain any other required Federal, State or local approvals/permits. ? TAJ.1phM%-%C0 %olzPiet- YaLec?, If there are any questions regarding this verification, any of the conditions of the Permit, or The Corps of Engineers regulatory program, please contact Scott Jones at 252-975-1616 ext. 27. Corps Regulatory Official ?-P. - Date 3 Sept. 2002 Expiration Date of Verification 3 Sept. 20 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. `O??F W A T ?qOG r August 21, 2002 DWQ # 02-1303 Beaufort County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Timberline COPY 150 East Arlington Boulevard, Suite E Greenville, NC 27858 Dear Sir or Madam: On August 15, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetland for the purpose of constructing a residential subdivision in Beaufort County. Approval from DWQ is required to disturb these wetlands. Please provide seven copies of the following information and refer to the DWQ# listed above in your reply. In particular as described in 15A NCAC 213 .0502, we will require you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500. 1. Please provide the site plan of the entire property with parcel/lot boundaries, road, driveways, CAMA/4014 wetlands, buffers and any proposed impacts. 2. Are all lots buildable without additional wetland or buffer impacts? Please provide typical house footprints and septic system footprints when making this determination. 3. What will be the post construction percent impervious cover of the subdivision once all the lots are build out? Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. X'?Uvl u I R. Dorney Water Quality ertific ion Program cc: Washington DWQ Regional Office Washington Corps of Engineers Central Files File Copy Jay Johnson, Environmental Consultants, Post Office Box 1601, Nags Head, NC 27959 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands Office Use Only: Form Version April 2001 E,. USACE Action ID No. DWQ No. 2, If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. Ile ?,, ` •.. 1. Processing 11L i' < ? F cop 1. Check all of the approval(s) requested for this project. ® Section 404 Permit / ? Section 10 Permit ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 18 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Timberline Mailing Address: 150 East Arlington Blvd. Suite E Greenville, N.C. 27858 Telephone Number: 252 355 9288 Fax Number: E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Jav Johnson Company Affiliation: Environmental Consultant Mailing Address: P.O. Box 1601 Nags Head, N.C. 27959 Telephone Number: 252-329 9802 Fax Number: E-mail Address: Page 3 of 12 i III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Carolina Shores Subdivision 2. T.I.P. Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): Parcel # 2794 Pin man # 6691-16-4802 4. Location County: Beaufort Nearest Town: Ransomville Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): US 264 east to 92 east to 99 north take right on SR 1732 (Burbage Crossroads) to site. 5. Site coordinates, if available (UTM or Lat/Long): UTM 18 347436E 392119IN (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Ransomville Quad 6. Describe the existing land use or condition of the site at the time of this application: Existing forest land that has been logged. 7. Property size (acres): +/- 340 acre parcel 8. Nearest body of water (stream/river/sound/ocean/lake): Little Ease Creek 9. River Basin: Tar - Pam (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose of the proposed work: Provide access to proposed lots 11. List the type of equipment to be used to construct the project: Typical -construction equipment. 12. Describe the land use in the vicinity of this project: Residential, Agricultural IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No previous permits have been issued. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: No additional permits are anticipated at this time by the owner. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream Page 5 of 12 mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts Fill in 404 wetlands Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact S q. Ft. Located within 100-year Floodplain** (es/no) Distance to Nearest Stream (linear feet) Type of Wetland*** Area 1 Fill 129 Yes > 170' freshwater Area 2 Fill 434 Yes > 400' freshwater Area 3 Fill 532.4 Yes >430 freshwater Area 4 Fill 3256 Yes >500 freshwater * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httn://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: N/A Total area of wetland impact proposed: 4351.4 Sq. ft. or .1 Acre 2. Stream Impacts, including all intermittent and perennial streams N/A Stream Impact Site Number indicate on ma) Type of Impact* Length of Impact (linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.«srs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin, www.mapyuest.coin, etc.). Page 6 of 12 Cumulative impacts (linear distance in feet) to all streams on site: 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. N/A Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation N/A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The fill area ( area 4) has been designed for a minimal amount of fill to allow for a standard construction for a new subdivision access road. Only the wetland areas indicated will be impacted and the new road requires adequate cover over the proposed culvert. Side ditches from this road will be constructed to flow into wetlands and not directly discharging into a stream. The other fill areas (1,2,3) have been designed for a minimal amount of fill to provide lot access. Culverts will be placed at the crossings to allow water flow to exchange from wetlands Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://l12o.enr.state.nc.us/ncwetlands/strm.v,ide.htmi. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. No mitigation is proposed at this time Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: N/A Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ? No if yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identifyNo )? Page 9 of 12 Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 0 3 N/A 2 0 1.5 N/A Total 0 N/A Zone 1 extends out 30 teet perpendicular from near banK of cnannel; Lone z extenas an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0260. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. There currently is no impervious acreage on this tract. New impervious acreage would comprise of the proposed paved access roads and the footprints of houses and driveways when they are built Most to all stormwater will infiltrate or sheet flow to side ditches and swales that will discharge to existing wetland areas onsite. XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Sewage disposal will be conventional gravity septic systems XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Page 10 of 12 Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/ en S' ature DKte (Agent's si nature i valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Page 11 of 12 ----- --- I'll Z?Zu JqjjA .{ ......N...°.. . ........ .. t?> > . ? J • N.N¦NN¦...N¦¦¦¦¦?.+•WMM¦¦ le .0 WAR A¦ ?? Vuu= Q` y .............?..' ?? p 88??q ?F?{-VV?i11? 1141 ; -i 0-0 W- mc ffff .¦N. .M ? Y NSA fill 11 =1 .w...N•....• I RRMC I It I } }} }} }} { }} { } }}} --------------- S d.ft 91 /. foe ?M .41 x ? v? } I Ivl ? ? ' Irl ? x Jr Irl / I I o Irl V i 3 i ? ? ? 8 1 S ?a N I l.. OR f lm=. . .. . . ?i?b4?ayyari? it . . .. .. ..... ..... ........ 4... I AN? P q (E0' MR??T-,, 20 cffd su ) 7J!,1111 aJ6 14 v "1 4 00- N 4 +i ; ?t1 U N A ¦ c\ 2 lOiL ?Y ae?l ?litI NOM MB 22• PO 91 i i N lit QFI ?I q I OPUWIC- I"V WGUS 1 UPUgl 41PLU! Map WyJIW?'?.I///ULl}l.//WWW.lV?1vLV/I1..bVLLY?I/WL. MItI:L-1VU./!-JJLVOYVWG-JY /OJllcx.J-LJ nalran0l com Target Is UTM I of 1 4/26/02 4:12 PM IAVEN !,761 ^?J V - 1732 U-06 1 7 v?ba9? Gouroo6 ? d Chgq h 5? 99 l'I ?1739 A C H..-'A M I/ A A J! A 1 .1 S W A M P r. ?z r INN Y ' ? F ? ?r 7 }i fir, B Cro d .. A+ nii To ?- AaA r At .6 om, 3v , M 'fv„ f SAL. t U At aA x At At A? .?.R e .''LL r v At Yr ? tifp T' ?/ ? 1r .? .? ? ?j 1 ? r#' p' u? ??Y ??•? is ' ; ?` rg ?° Yr' •' y r7y c ?yA ,..La tS.rS 'e. J 4 ?L '[ "'?,`[? "? .: £? Ate'. i ya.r Ifs l ' .y. 0 A , 10 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual). Project/Site:t_Zf_Z_) ?C °1.! lW a o> ?t o Applicant/Ow er:'5(t 1732 i-5!?1Z35- _ i1A. f? _ .4boCv. Investigator J Date: County: State: -------- Do Normal Circumstances exist on the site? es7 No Community ID: --------- Is the site significantly disturbed (Atypical Situation)? Yes dO> Trarisect ID: --------- Is the area a potential Problem Area? Yes Plot ID: (If needed, explain on reverse. VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 2. 4?se,rc.ys_Fa-- --___-- aJ /?i, t.«?!.• 3.- 11.---------------- ----- ------- ---------- 4.-¢atCl?a?t 1 'L? 1L sW ? 1•? 12.------------------ ---- ------ 5._/ Q ?SIcS?j lL?-- p -- - 13.-------------------- ----- --------- 6. VG'?S1isF1!_.at_V?-------- •? 14.-----------....... - ------ ------ - 7.------------------ - , 15.--------- ---------- Percent of Dominant Species that are OBL, FACW or FAC `0 FAC-). (excluding Remarks: Vje.'Watnd ? ?G?w? l S e ??? i+'?"t HYDROLOGY - Recorded Data (Describe in Remarks): - Stream, Lake, or Tide Gauge _ Aerial Photographs 10ther -/No Recorded Data Available Wetland Hydrology Indicators: Primary Indicators: _ Inundated _ Saturated in Upper 12 Inches _ Water Marks _ Drift Lines _ Sediment Deposits Field Observations: - Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: "-- (in.) _ Oxidized Root Channels in Upper 12 Inches , _ Water-Stained Leaves (in.) Depth to Free Water in Pit: ,a _ Local Soil Survey Data _ FAC-Neutral Test Depth to Saturated Soil: > on.) - Other (Explain in Remarks) Remarks: we."-1Q"Kj l-l7 -6A,Iy L`S NO? ??'t'. B2 Appendix B Blank and Example Data Forms SOILS Map Unit Name (Series and Phase): Drainage Class: --- Taxonomy (Subgroup): Field Observations Confirm Mapped Type? Yes No Profile Descriotiow Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions, (inches) Horizon WunsellMoist) IMunsellMoist)• Size/Contrast- Strueture?tc ------- ---------- -- Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking' in Sandy Soils Aqulc Moisture Regime Listed on Local Hydric Soils List Reducing Conditions _ Listed on National'HydricSoils List Gleyed or Low-Chroma Colors -Other (Explain in Remarks) Remarks: We,CC'?J WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes (Circle) (Circle) Wetland Hydrology Present? Yes Hydric Soils Present? C Yes ® Is this Sampling Point Within a Wetland? Yes No Remarks: 15j" Lktk" ) et,?l ?or.Vv?•VN B T??? et v?? aUcf? ??"?°? Approved byHQUSACE 3/92 Appendix B Blank and Example Data Forms B3 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual), ProjecUSite:x Date: Applicant/Own r: 173 SLQ/ 7?' l0 ?.( 26AK -aSc Oct" r ?n e County: , n% Investigator: v_ igg _- --=------------- U !4f 64'1 .0 State: - •------ Do Normal Circumstances exist on the site? a?P No Community ID: --------- Is the site significantly disturbed (Atypical Situation)? Yes doe Transect ID: Is the area a potential Problem Area? Yes 67,51 Plot ID: ----___ If needed, explain on reverse. VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator ,. QY - ------------- ------- ----- 9'------------------- ----- ----- --- llY 2._- ?---------- ----- --- 10.------------------ --- ------ 5.----------------------- ------- -------- 13.------------- Percent of Dominant Species that are OBL, FACW or FAC > sD? O (excluding FAC-) ------------------------------------------------ Remarks: r, Ilt,4-10" J CQ . t S ???? I-,Vr1Rr11 r1r:Y - Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: _ Stream, Lake, or Tide Gauge Primary Indicators: _ Aerial Photographs Inundated ther ?Saturated in Upper 12 Inches No Recorded Data Available _tL-VVater Marks _?Drift Lines _A,!fSediment Deposits Field Observations: _/6ainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: (in.) Oxidized Root Channels in Upper 12 Inches ter-Stained Leaves Depth to Free Water in Pit: (in.) ?ai Soil Survey Data FAC-Neutral Test 10? (in.) Depth to Saturated Soil: _ - (Explain in Remarks) Other Remarks: {tJ?ij ?ifir•- ??y l???Og y? / ?$ ?rGs B2 Appendix B Blank and Example Data Forms SOILS Map Unit Name II''^ (Series and Phase): Drainage Class: / Field Observations Taxonomy (Subgroup): OG ct??-y Confirm Mapped Type? Yes No Profile Description Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions, (inches) Horizon (Munsell Moist) Wunsell Moist) Size/Contrast Iretc, tum 1-tydric Soil Indicators: Histosol Co bons Histic Epipedon _ 'gh Organic Content in Surface Layer in Sandy Soils Sulfidic Odor - Organic Streaking in Sandy Soils Nuic Moisture Regime Listed on Local HydricSods List ?_ R _ cing Conditions - Listed on National Hydric Soils List Jen'tleyed or Low Chroma Colors - Other (Explain in Remarks) Remarks: ?P /[t? ?/L or ! LS Gc?v" C. ??..i.S WETLAND DETERMINATION Hydrophytic Vegetation Present? es No (Circle) (Circle) Wetland Hydrology Present? es No Hydric Soils Present? es No Is this Sampling Point Within a Wetland? ® No Remarks: w a" a.?....?- N.pproveo oy nuuoAi t_ arat Appendix B Blank and Example Data Forms B3 -=:a:maxa?•+?re_zsrnroc:+rw?aaiassasa .ia ?{ -t e:.at':?s::c?a?- srzamau tMA Liul@ =1MTtR m11A"A=I ttrtt+rr+rrrrtttt++rr+fttrr +tt+r+ rr}n?? ++ +rrmt f f r f } ff }}f RR SRi§t4i;S,R?4R4i"v??aa ?tz?e+?{:orsrrn=s?-xsai{tc{eta-a?csztga?zgaraar-avaaia:ma a 4XR:fii494,S9i?55RRYii-:,'iSR1 r.?auorevitiaver:?--s?ix?Yaa?ra-a=ismq -_isas zri?;YtY?`,Y;Ybnt?A=eY•+.+,?Rk?"'ei?~if? ? i?'?.3RS?`.C'???? = L_?A ?}}?u}}itft?Tt}tt}?}}f}fliflffliriYf?}flf?T}?Tf?tfi? ?Tt11}T?itf}T}}}}i{}}}}}f}}}}}}i$ %?ae{?caRy.riass>:a- ema=ma?=Y:a:zae?rsasxgraernstt s-?:a?:s?atasa>?:tri,{?itri?i?rm,as{t-?rs?7sts-u=i;dr:arrr;?s{r? 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W m Z W ZN W z y _z WK aoK Z a- V/ = w M m 0 ¢ w J g U- P O 0 N o o cy- 00 U o ; a 7 Q o w 1-- z u oo L JZ N mx Ilk ?Y O OZ O Y- O CL F- rl J -jLO ? a (nJ ? 1 W H O 0, M Z Q> C.D M zoo U 1 11? C7 W wz ^ Azooo ¢ LLJ .0 7 ` ZI o U' F.-. Q d ?? J C, N aZNrn ' II CO J W 0 ..-I Z P w I 1 WY lY V/ m Y ? W o=:I .D?Inl w L.,- (n w W O O z UZ.. QrQTy ` "Ins O Z m ~ (%j z o N N 1 4- 6- ?a N = d U W Z H W W W ' c6Y Q W D W W Z Z ? X -:t o O IE a: p 0O O Q d z o z JLJ- 1 cr .GK I-=W I LL W Z O O ?(n? W K K r N 0 0 04 U Q CL o i \ _ LI) • SO / v r) 0) / ; a Jd •V,(?41 ?x a, Q1 ^ r U-) m? . / \ \ \ z h(o+? \ ff \ w 2 IV \ /(40 f o6x \ f` \ NU W O1?? /•?? / ?vo P m?^W / x^z ?O 7O K.6 r W ? ^ rM ? ° `s / / ¢ II p V) / co w / v =? xw W v L' 004 ,\ V /f _W.1 f Li A C. f = Mil III ?/ b6 Jd 'zz 8W H12?ON a H V / Z U S U Of CL _Z Fn Ix U O NO Of u, 1 u m ?. Q Q) O 'Z 3 (v?4z :zz W Z)aW 4 DWQ# 6 Z -1303 1 Date $$) Plan Detail Incomplete ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan, ? Please show all wetland impacts including fill slopes on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide cross section details showing the provisions for aquatic life passage. ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. ? Please indicate whether or not the proposed impacts already been conducted. Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additignal information as to why it is necessary for this project. ?\\t K%, A This Office believes that the labeled on the plans as 6*?\_ can be moved or reconfigured to avoid the(impacts to the )O. Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please revise the plans to minimize the impacts. ? • The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $ This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide copies of the application, $$) Mitigation copies of the site plans and other supporting information. ? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. ~ ~ a, 'w s , ~ \s ic-`~ . r, ~ ~ / ~ / \ U1TCE EASE C EEK . F~ , , / I, _ L~~ / r ' G2 t?691-1 ~`z ~ ~ cP / ~j~ ~ / f.-. ~ -Z ~ ~ y « ~ ~ r! 'J ~_a ~ i n ~N ~ C7 ti ~j r) ' ~ 4, ut F. / / ~q~ /j / ~ / Z, ~ ~ /i / ~ ,R ~ ~ '~~`i iii, l ~ i 'L,r ~ ~ .,IAN ~~i n \0 =f 'i / / ~u g ~s v !'AA4A LINE ~ ~ ~ / ~ ' I / - ~ i ~ ~~~`J., .~i ~ .G ~ ; ~ / / ~ 6 ~ ~ ~ y_' ~ ~ 4U4 WEi(ANG~-'~ ~ ~ ~ 50~ PAML~C~1 RIVER 80~!NDARY ~ RIPARIAN BUFFER ~ 1' ~ r ~ - j , i~ r~ ~ ~ ' e'~ 404 WETLANDS fr , ~ 1 - ~ / 1 i. 'i r~ ~ Z X8.:0' ~ - ~ 7 i n~ - ~ ~ ~ ~ ;t . ~'x;., ~ ~ i ik ,Y', . s_~ ~ ~ ~ A VI i A N ~ / f: / F, / ~~(ry i ~ l ~ ~ i / / ~ ~ ~ ~ , i / i I ~ ~ / ~ ~ f ~ I 5` ~ f f ~ ` I I l~~ ~ ~ t~~ 'r\ / / ara wETLAr~DS ~ u ~ ~ Bt?UNDARY r;~~ w ~ ~ ~ a N~ ` ~ ~ ~ , , ~ i UTTI.E EASE CREEK ~ ~ 8~ i I a ~1 ~ 1 w ~ 2 ACRE I ~ ~ ; ~ / A, ~ ,C - . ~ 1^- ct~ , N. ~ ~ _ i~ I / / ~ s Ci} ~ 404 WETLANDS !r / ~ T_ 1 - ~ / ~ ~ ~ / y / ' 4, ~ ; ~ ~I ~ / ~ j i - _ / p., % r ~~rar~c ~ ~.µc-~''~~ ~ ~ ~t~ ~ ~ ~ / . MHW UNE IS 1 2. ~ ~ ,r, f ; ~~ea . ~ ~ i / ~ ~ rFr~'f~F.,~~ ;;cr ~wa~€ ~Cr ,Z ~ / < / ~ THE P~L(TYP) xw /as ~ ~ F- s j 1 ~ ~ ~ ~ a`~ , / / ~ ~ l4 4 / ~ ~ i - i ~ rp i , ~ ~ / / k . ~ I ~ i / Gi ..l ~ ~ / / ~ i r~ny-~~. ' ~ / / . ,h ~ n. / / ~ y ~ i ~ ~ . ~ ~ ' 6~~ 9~ t!;F{j ~ I ~ i , ~Jb' 1, rl 1 ! 7,~ - ` ~ a ~ ~ ~ ~ / ~ ~ ~ % ~ - / I ~ ~ ~ ~ ~ / CAMA I-1NE O ~ - ~ l ~ , . i G 1 ~ ~ A - i .4 I ~ ~ ~ ~ ~ E - ~ ~ ~ ~ ~ 88 7 ~ ~ / / z ry ~ ^u P'~i~H' ~ ~ ~i~~~ _ ~ ~ ~t.,~ i t;~' 5 ,,1 , ~ / i ; aan ACRES I ~ ~ / l r ~ f R- 9 - ~t,~' ; / ~ / m / , / ~ i f ~ / s ~ ~ ~ ~ ~ ~ r ~ I s+ ~ i' 1 ~ I r / , j t i c ~a ~ ~ ~ 50' PAMUCU RIVER - i/ ~ N o ~ i 91 ~ ,-,.y, ~ ~ ~ - ~ ~ - RIPARIAN BUFFER ~ ~ p I ~ fi ~ , I ~ J ~ i J ~ ~ ~ ~ / J ~ a28 aCRE~= r ~ ` l~ ~ ~ ~ ~ ~ / - / w Iw , ~ ~ ~ ` J ~ d ~ ~ ~ / ~ i ~ 1 1 1" ~s ~o ~ O ~ l ~ r I < - \ / i ~ ~ 404 WErlA~1DS r / ~ §36 A%RES 1 ~ tA~~ ~ ~ ~ Ul ' i ~ / l eta ~ ~ ~ ~ ti / ~ r ~ , r T CUPS>E RADIUS TANGENT LENGTH DEUA DEGREE CHORD CH.BEARING Q I~ i ~ ~ •2~ \ ~ o / ; 6 ~ 1 1 / ~ o I I ~ In / 1 ~ z - / G-68 645.p0' 3,41' 66.76' ~ 5:~'S1" 8'S~ ~9" 66.74' S 1T10'S6"E Y ~ ~ ~ ~ ~ ~ . ~ ' C-69 645.~~~0' 43.41' 86.68' 742'00" 8'52'59" 86.62' S 23'59'51 "E I / C-73 25.00' 10.76 20.32' 46'34'03" 229'10'59" 19.76' S 02'43'59"W 3 0 ~ i! ~ ~ ~ P,F ' C-74 55 C0~ "'9.26' 53.78' 56'0''46" 104't0'2~" 51.67' S 01'59'52"E ~ ~ ~ ~ / ~ r I ~ ! V I, j~ / / C-78 55.60' 20.16' 38.65' 4G'15'44" 1U4'10'~7" 37.86' N 01'07'22"E W ~ ~ _ - I ti' 1 ~ ~ fi "i (7 ~ PRES.^II~r ~rAJI A~ / V , ~ C-79 55.00' 24.55' 46 Ia' 4P',~~6'35" 104'10'2" 44.84' N 43'03'47°E / ~ / C-8C H~.JU 10. _ ~,~.~~ti' yn~4 ~ it~ J6 435 04 W 1~~- / / ~I 'n ~ ( / ~ ~ M, ~ ~ I I / r„ ~ ~ / J. 1 4AN 1 j ~ FRUM LAMA O n - , IdME / ~ ~ ~ ~ v ~ f1, ~3~ / 'D / / 4 y ~ w f~` / 2 _ tt <J i ~ ~ / ~ ~ ~ a; / / / ~ , I c~ / / / ~ ~ ~ r, ~ i ~ / / / i ~ ' j / ~ ~ ~ ~ / ~ . ~ / ~ ~ / / ~ ~ ~ ~ ~r~R~1M ';nM~A ~d` r ~ ~ ti LINE - ~ - ~ / ; 5 ~ ~ ~ ~~.._aoa wEr~gNDS ~ ~ N ~ 1 ~ ~ ,b i ~ ~ / RGUNDAR~ ~_i ~ j / / c., ~ / / / / / 'i ~ 1 ~ / / i ~ n n / h- ` _ i'~ ~ ~ ~ / I / ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ i 1 ~ ~ ~ ~ . ~ ~ ~1 ~ ~ / ~ 1 I 1 ` ~s~~ 1 ~ ~ ~~ti" LlTnE EASE CREEK r`. c„ ~'`"'T ~ ~ 6~ / ~X ~ ~ ` ~.f ~ ~ ~ ~ ~ ~ ~ ~ f / ti / v- a ~ l.~ ~ h I ~ ~ / / ~ \ i ~ ~ i ~ l ~ /~1.6~r~ REST ~ ~ ~ i" / ~ ~ ~ ~ . - , i ~~9OA ~ ~ 1 _ l i \ ~ " ~f ~ ~ ~ i ~ ~ ~ r~ 1 , 3, a~~RE , z / ? / ~'4' / / -TI ' ~ / i ~ s ~ ~ ~ 1 ~ ~ l O 50' 25' 0 50~ _ - _ 100' I50~ ~ L.,,i_:--~ ~ , /l / / ~ ~ I ~ N ~ ~ t~~ O ~ ~ ~ r-: ~ i ~ / / Ln ~ t ~ _ ~ ~ - ~ ~ GRAPHIC SCALE. 1" . SO' ~ N ' lr.' _ ~ ~ _ t i ~ / ~ ~ r' I y c' f a SHEET ~ OF 3 i / ~ ~~k~l~' " 'C' ~ I T` PRELIMINARY PLOT PLAN I z 4' F G ~ ~ I I ~ 5~rz~ ~ 1 I S 9~ I ~rT~kI~iCAT10N FiEIC AREAS fOR ~ ~ rD ~ I , 4~ --I } ~ ~ tin6a I ~~rs a9 & yc To aE c~r~~E,~o ~ I WiTN EAl H Lul I ~ ~ , ~ ~ ~ ~ n cTl - ~Ti~ N a~ i I I I RFSSURE MAitl I I I: ~ EA;EMEr~r ~ i REFERENCE: DEED BOOk 1270, PAGE 505 OF THE BEAUF<_1RT ~ i I I I I ~ ) ~ Q COUNTY REGISTRY i ~ :I7 BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA ~ / ~ ~~~~ti~tutr~~rf~~rt~ i , v ~ ~ ~ ,.~`~(w~~t ~~~U~NER~ GREENVILLE TIMBERLINE, LLC / / 0 ~ r ir;0 EAST ARtWG?ON BOULEVARt~, SI_JITE E . t F'~~1 4~1GRE~~ / / ; ~ ~ j,~,. 0 GREEN~ILI.E NC ~i8~u lr. f' Yi .I 3-- ~ PH0NE: <<ti~ s~ti ~~~u Baldwin and ASSOCIATES ' SURVEYED TS APPROVED- MWB ENGINEERING, LAND SURVEYING N PLANNING DRAWN: ECW I DATE: )0%17.02 1015 CONFERENCE DRIVE A GREENVIL.LE NC, 27858 -x(252: 756-1390 CHECKED MWB SCALE: 1" = 50' ACAD 2000: Carolina Shores Plot Plans FB 215, PG 31 C&G FILE: FMC I, Fwd 3114 t~ 9d 'Sll 93 ' d01 S3a0H5 vNllOab'0 ~OOOZ OYOb' I p ~ p ~ ~ ' ' d5 00'f£1 = lOVdMlI o ~ ~ ,14 y ~ v ~ 9NISS02t~ d0 Y3aV ~ ~ ~ s~aols gals cs SNOT f 3d01$ ~OtlB G£ a ~ Ip ~!f7,er,i~~, 09'Z 'nNl 3TIM5 Y0f~0 0 3TlMS dl0? 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['C\ 11 Di vv,/. 00'5 S380V t64't 00 : r•tIV .?K ~I~1 (N f ~~~ta1 t•r / ~a Ar G S0N'd113M 40i " z ?V co 0 \ zz A n / °s" ? / ~¦tF: t? y / G'v //.t ~i ^ Lt / / /¦S , x 538 l££'l "Y NOM / , t ~d 'An o C - { / s \rT t" e~~ 6~ 6 ~r~ ~,t in + \ r/ t? I've !a' ONISSOSO NIVN 38nSS38d 803 b - C g I ' 1 * vti p.?+ 3n tp, ~i 1ti\ y ONISVO 13315 Cl .IIOS °O a c ~ 91 +k ¦ 0+' Flvn Id J~~ A 9 a O tot lk, t l I T l-* ~ Xla31YM ° S3a0Y 09b Z 83d3nB NYladdla xNor- x ' / it \ I N I17na1SN0O 6 0,° 2NI c p 43400M r t G t " >i't" . 0 of d 0 a3Na OOnWYd y" n3 " OS Uri r, J.~- p's tia~ S~ a o ` oo - _ % Z b l Lti ~ZL M 00 s " ti 01" . ¦ o c•+" ' tr t9r " / SMOY 6 3NI1 VWVO ilx3/3DNY81N3 - S3a0V btC l o'p" S3!-Z /M %OC 0 iionalsNOO 13AVa0 D /d3 / 9 S - r- M 1 R X\ V ? 0 d08 9t PVc. p m SNOI > yZ •ANi Odw31 ITUSNI S383V LZO'Ot X3f I ZZ - H1d30 St l 'L ~ ~1 " I ~ G'?~ d. r . N \ I 9't" (1~ i ~ \ [ e9 m r L.? 1. r ry"` ' t W -s3a7a vba O as` S3 3 0 V yag ha0) v0 360V Lt9*0 t.,r I U NOadV 3NOis 'v S£ OZ 13315 . C?! ST_ 8` r rt'c~ . v a 1 / er I o.c1 0 / e /0 S3aOY tZ[ b os" S38 VC ~C 9's" 9 SSYIO ,9X,9 u V VQ t': S3KV 9f9 l INNUSY3 p /'c O SeN38 A~- < / " [b. 'G" 1M oS ~ctx ns+` .q~~'P 3NIl °'fi / _ . 3N11 ~Z fYdO OZ O 331 .9x.9 NI n0 * VWVO WOW l5 a. 3SOV LIS'O b~ t G" t,t, , r ? v?.?" A D]Zi ££9' t Y Y0 04083 9 [ 1 [ N0Y8135 ,5L t Z 1!6st -;'1: N011011a O Lp `x' x i'C HOV813S SL 0w,. D d0 i Z 16wt 3dOlS AOVB I :C L+t" '/C d 1/0j. r NO 03111 w x ]M l " C t n ~O p 8 01 y r i'? / G? / 'Y i ~ I L ('try' t •t r tpr S380V 9£9't 3d01S A08-4 LIP a d ~0 - M %ZZ'O 0 HOLD OV08 / = zi' t ZZ - x t 58-~ '1s1x3 Post 30v803 VL t 91V 33 1N3wnsY3 NIY (Z 30 l 133HS 33S) Y. 3NnH311 W 3a SS3adJ H-1 y .V.3NnH31VM1 ~ J.Lillln ,S l Zl'Z 'nNl mro 1N3YI103S NOI1~f1a1SN00 d0a „8t 'X3 I SNOT > N-I l0'Z .4o sunn 'nN! •ZZ - H1d30 NOadV 3NO1S 8 SSV10 ,8X,9 I I _I i1 A '~s~ ~ ~ \ / ~ f CURVE TAE V TA L CA TA LE 'o, S JR E ~ ~~~~KdE uA~ N•~"tip ~ENta1~N i!E!. CQURSE BEARING DISTANCE = !y Enka?N ; E!-ra DErREE i ~ {F :K~r~C i ~ ~ i 3 ~ ~ L F ~ - - / ~0 ~ ~ - -77.11 TCT~I ~ ry ~.,.5~ _ L 93 S 40 55 0~ E :.5~' l.,°+,~,,.~„ 1144'.'4" ti ~ 0 - ~ ~9 ' " ~ ti ~ _ z„ , ~ L-94 S 02'.46'03" E 133.70 (T,,.T} ~ , , ~9 3. ~ L-95 S 36'38'15" W 26.89 ~ Q ~4~ , ~ ~ _ Vt~ q L L-96 N 81'37 57 E X3.86 ~ 1 'I ~ 4 t.J L-97 S 59'31 29 E 18.5.. ~ _ c, J L-98 S 00'33'41 " E 56.70' i ~ ~ _ ~ ' c -,r~ 1S ~ ~ ti~ ~ ~ / ~ A ~ 40.94' 42'3' L-99 S 36'08' 1, W 132.08 ~U_y4 ~ ~ ~ N . _ E ; t , F~, ~ / ~ i ! / , , L-100 S 1 T27'S2" W 126.20' < I ~ - - ~ r `I~ 1--104 S 4750'45" E 152.00' I L-105 S 5?.'22'25" E t t 8.33' ~ - S 1 fi I 106 89'00'24" E .5.02' i ~ 125.60' ~ , L-10, S 45 4~ 29 E -1 ~ 5 61'52'20" E 155.00' L 0~ L-109 S 7'''37'42" E f;2.33' ~ _ _ i ~ 1 / I ~ uTiurr fir, G'c r ;'l , i L--110 5 76'3., ,~8° E 6.88' ; 5s ~ PRES~uRE MAw ~-111 S 81'45'47' E 52Ci6~ EASEMENT u`, % is z I~~ -112 S 59'45'52° E 63.71' ~ i ; „ a ~ ~ , , . Q ~ VICINITY MAP L-113 N 66'4'1'38" E 49.33 ' 5' 7a' / ~ z I ~ L-114 N 50 34 0., E 68 ~ ~ L-115 N 41'0552" E 41.67' ~ L L-116 5 68'15'43" E 64.07' ~ ~ ~ ~ / ~ ~ L-117 S 61'52'20" E 159.23' ~ 1.-118 S 72'37'42" E 64.26' i L-119 S 76'35'58" E 67.08' ~ ~ 4s~tir°~~, J/ /i X l \ L-120 S 81'45'47" E 49.82' ~"sQfc'~~cs L-121 S 59'45'5_'" F 68.36' - ~ ~ ' y t / _ , / v L-,~~ 66'42'38" E ~~0, ~":Si' 'C - 9 I. S 8, 8 E , ~.-124 S 75'40'43>" E 47 ; ~ ' ~ . / ~ ; ~ ~ ~ ~i j ~ ~ / ~ 1 ' ,hl ~ ~ - ~ ~ ~ \ ~ \ ~ ~ (~Q 1 i ~ ~ ~ ~ ~ i ~ ~ ~ , ~ i ~ ~ - ~ ~ ~ i ~ i , ~ ~ f ~~;,~'C \ I i _ a , ~ .Y~,~ _ -25g, ~ ~ ,4 9. ~ 1 a~ 3~ ~ ~ ~ `6 ' e~~ T' r, 1 -t~~~F r , ~ / ~ 1 N ~ ~ ! ~ ~ ~ C., ~ ~ Cl ' ~ " ~ ;'~F ~ ~ ~ N 34'41'47~~ W ~ H.~~ C.~~ t ~ ! / ~ ~ ~ , }~;St ~ ~ ~ ~a ~ 1 s3 ~3~~TOT~ ~ ~ ~ „ ' s ' L1171E EASE CREfK ~ ~ ~ / , ~ t q65 ACRE A±~L> ~ ~ ~ ~ ~ A " - ~ 'r , \ a~ ~ - ~ ~ i~ ~ t ~ 1 ~ ~ ~ ~ ~ ~r. ~ ~ / ,r \ - ti 1-12~i ~ ~ ~ N gT30'15" E ~j c s ~ ~ ~ ~ ~ ~ ~ ~ r .A ~ A / N 83'S4~4. F X24 137.53 e, ~'0, ~ , , 4~~ E;~' - , ~~t E tJ . ~ _ ~ i . ~ , Sy. ~ ~ .3 ~ _ 2E L_'_y ~ n,~ ~l ~ g ~ . ~ ~ A \ i' ~ ~ ,',~'~Sip ` A ~'4 j , ~ CGN~P,)~ \ ~A~, ~ tip,.-----~..,, ~ , ti, 8 ~ ~ ~ ' ~ ~ORNA,F ~ ~ A ~ s~ ~ ~ / A.~ `y ',.019 A!;RES / ~ ` ~ -`y ~ ~r ~ ~ A ~ 1 i ~ ~ V ~ C" ~ ~i i ~ ~ _~a - p,, \ ~ ~ A~ . _a ; ~ . ~ / j ~ ~ ~ ~ 404 WETtM10S ~ ~ -~F , , ~ ~ ~p - SRIPARIAN BUFfERR ~ e~ , (j1 ~ ~ ~ . ~ . , , ~ i i s, - _ ~ 3 ~ - yI ~ ~ _ ~ 2 , ~ 1 ~ ~ ~ ~ `8'S 6y N ~ ~ ~ ~1~ I ,r;l MAIN ~ / V ~ ~ V y ~ „ 2(jy _ f ~ ~ ~ i N .i'~',AMA LINE ~ ~ pT ~ / ~ ~ ~ 3 , ~ I ~ ~ . ~ 'a:- ' ' ~ A , ~ ~ ~ i i y ~ ~ i / l ~ ~ ~ ~9 ~ ~ / 0 0 l ~ ~ I ~ ~ ~ V ~ ~ 1 r _ f W TlA tiiiOUP ~ b ~ ~ ~ ~ n III ~ ~ ~ / ~ i ~ 1, - i ~ / _ -o Z i ~ ~ ~ / _ s 4, _ _ I ~ ~ 0 } L 3q ti 1, ~P ~ 3S'Jq~ ~ ~ ~ N ~ f ~ . ~ 1 ~ - ~ ~ 1, ~ o~- _ , / J----- ~ pj ' a ~ M ~ ! ~ 149 ? ~ N \ I O , 1 ~ / f { i _ r ~ a ' _ U I \ ~ ~ . O I ~ - I / ~ ~ ~ `T~. ~ ~ -c-_ k : j i ~ ' 1 . / r G' 1'' ~ / ~`7 ! 1 C_ i ~ ~ / X ~ ~ ~ h~ / E,, 7;' SETBACK ~ ~ / ~ / ~ i ~ I~~ FR?M LAMA ~ ~ ~~1 uNE ~ ? / , ~ , -i~ _-9 / J / ~ ~ ~ ~ ~ ~ / i` ,,I ti ~ - ~ ' ~ / . i 1 ,r / / ~ ~ ~ i ~ ~ ~ - ~ I~ F ~ „ 5 \ ~ ~ / ~ E ; /i ,k ~ 1 4"~ G~ 2 5?9 ACRES ~ o ~ _r ? ' A ,f~e~MOro ~ ~ ~ ~ S ~~9'C16'47 E tU3 09 6y Oq,~ J. v tU309' ~ ` i.' c`0 i ~ ~ ~ , I ~C. ~ --_.,~,J l y ~3 \ ,S ~ ~ N 89'58'4y" _ ~ ~ i / ~ ~ ~VI / 1 ~ - - ~ r ~ ~ - _ - --~-~--1- - , 1, 4 ~ - - - , .uC'1 _.~1.-_-- _1__~~__L~ / / ~ ~ ~ i ; 6 - ,y ~ / ~ ~ ~ , ~6• .r ~ ~ . - ~ / ~ / / / A - / ~ ~ + SG' 25 0 Su' 100' ' S0' l 4 - r' i'~ - - ~ " _ , 3.085 ACRES ~ ~ ~ / N $4~~,7 54„E a GRAPHIC SCALE: 1' ~ 50' d ~,HEtr 1 OF 3 A AR A~ A T Y R INAT G 'M TRY. ~ 1 ~ ~ ~ ~ L~ E t, LCUTA EG B C00 D E EU E !PON PIPES SET AT ALL l0i CORNERS UNLESS OTHERWISE NOTED. N 89'3~''JC" E 4`~a,`,g' ~ / / ~ PREUt~IINARY PLOT PLAN 3. SHAOE6 AREAS REPRESENT 404 WETLANDS. / / 4 ENTRANCE SIGNS 'TO BE MAINTAINED BY 1HE HOMEOWNERS ASSOCIAT!ON_ 5. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING AND ` / URBAN DEVELOPMENT. ZONE A5, ELV. 8 REFERENCE: FIRM 3?OOJ3 0445, DATED: 02 04/87, / REFERENCE: DEED BOOK 1270, PAGE 505 OF THE BEAUFORT F NO POINTS SET ALONG L~LE EASE CREEK UNLESS OTHERWISE NOTED. 7 AlL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID FACTORS / COUNTY REGISTP,T HAVE BEEN APPLIED, / BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA $ THE FINISHED FLOOR ELEVATIONS ON ALL HOMES IS TO BE AT OR ~(~`E ABOVE 8.00 NGVO OR IN ACCORDAJJCE WITH CURRENT REQUIREMENTS O'r i ,~~,itti~iturrt~~rP uwNER: GREENVILLE TI~IBERUNE, LLC THE BEAUFORT COUNTY FLOOD CONTROL ORDINANCE. 9. MINIMUM LOT SETBACKS ARE AS FOLLOWS: R/W =RIGHT-OF-WAY r~~r~ r MBl =MINIMUM BUILDING LINE FROND== 30' B/B =BACK OF CURB TO BACk OF CURB r.,, ADDRESS. 150 EAST ARLINGTON BOULEVARD, SUITE E SIDE 10 PT =POINT OF TANGENCY SIDE STREET = 30' GREENUJLIE, NC 2785 REAR = 25' PC =POINT OF CURVATURE ~ ` ~ _ _ ~ ounnir. (5~1 ~5~i-q~~RR 10 OFF-SITE NITRIFICATION DRAIN FIELDS ARE TO BE MAINTAINED Bti THE BEAL r V LOT OWNER. II ALL LOADS ARE TO BE PRIVATE BUT ARE TO BE BUILT TO NCDOT MINIMUM CONSTRUCTION STANDARDS FOR RESIDENTIAL ROADS THE HOMEOWNERS ASSOCIATION MAY ELECT TO PETITION NCDOT FOR ACCEPTANCE - Baldwin an4 assoctaTEs SURVEYED: TS APPROVED MYhB AND MAINTENANCE WHEN MINIMUM OCCUPANCY LEVELS HAVE BEEN MET, UNTIL ENGINEERING, LAND SURVEYING 02 NCDOT ACCEPTS THE ROADS FOR MAINTENANCE THE HOMEOWNERS ASS''C"DATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ROADS. WW AND PLANNING DRAWN: ECW DATE. 10/17/02 1015 CONFERENCE DRIVE A GREENVILLE NC, 27858 (252) 756-1390 CHECKED: MWB 5CALE 1" = 50' ACAD 2000: Corohn i Shores Plot Plans FB 215, PG 31 &G FILE FMC ~ f ~f p ~ ~ r~ -t. " / ~ ~ Q __C_ALL TA_B_L_E_ r ~ CURVE RAD~',iS TANGENT LEN~~,'~~ DEUA :)C~REE CNC~RD CH BEA~~NC COUR~~EBEARING ~ DISTANCE ~ ' ~ ~r ~n, .r C--53 ~ ~0.7F,' a6''a T,.~.~ 3'10'^`'I 7r S IC'~.;1 - 1--~9 S 00'34'03" E 232.05;(TGT) v j i~ ~ ~ ~ ~o, C-54 5` X00.01 ~K" 122"' `~t; t!)4'10' '_+r~3~J~ ~ ;i'" I-50 S 0723'21' W' 182.78(rGT'I ~ ~e l i 13.6'' 'f~ - 2T" ~~I" 1l!4'10~2'~~ '6.54 N iit'` ~-51 S 15'40'55" E 216.34'(Ti)T`,~ J ~,r~ ~ ~ ,1.1~~~F~ a~1 '~T' S5' N a, ~ ~ L-`~~ c ;?•47'59„ .vV 80.30 TOT' W' ~ / ! ' / ' ~ i~ ~ ."l%~ir %l ~ _ 56 . ~ 0." ~ , , G 0 _ , - ~ 1 r, ~ • ~ ~ ' ~ , n' ,q ;~~r~~' L_-5.~ 62'47'05" W 191.15"TOT C-57 ~~L 10.1 ~ ~0'_ 104 „ 1 , 0. N I _ ~ E ~ ,l ~ ~ , ~ ~ / ` ~.r~~ rr~' _ ~ . ~ ~ u~. r ~ -5,4 N 66'41'24" W 250.76 TGTI ~ 35.E _ 1[, y' 1 ~ ' 3 9 ~ _ - _ . , N a ~ _ z i. j; .~,,u.~~:, ~ r~' ~ r: - ~-S5 N 59'11'?1~ Ni 2'~? 62''7071 -3~ A., 16.. 4 C , i., ~ ~ h ~ L -`;~~iS N 50'4G'48" W ;4'?.43'~TOTI , ~ ~ ! -34 4~,~I 15.01 3: ~ 3°5~~1 ` ~ 13' i.i 'C~.u~~;1 N ~r, T;f_, r tier !_--1'S S 3702'56" E 59.54 T ~ 26 S 3702'56" E 65.28' I_ -127 S 79' 19'27" < 2259' ~r ~ L-1'9 S 43'12'Q9~~ E X9.30' _ ~ ~-G5 S 52'09'16" E '86.81'(T0~1 r` ~--r1~, S 63'52'25" E a36.99'(T01j -°,7 S 74'2629" E 189.3fl'(TOTi i -88 N 68'25'Oa" E 143. ~ ~ T-89 N 79'31'02' E 62 C0'~T~T1 ~--`a~? S 49'25'4G'~ E 1gi 32'fTOT? L-':~' S 2740'26" E 1E~361' VICINITY MAP ~p . ~?A ti UTRE EASE CRff~f ~ , .A c ~-53 ~v ~ 60 ci ~ , ~ ~ 1' 11. ~ R ~ ` / / i ~ 14 '00 ~ 1 ~ ~3 ~ / i ~ 32 ~ ` / UTRE EASE CREEK ~ ~ :AMa uNE' f~ a~ ~ , I ~ i L . ~ i" z ~ ! ~ , ~ t ~ .v, ~ \ _ _ . ' ~ ~c, .-'stn \ ~ \ ~U 0,865 ACNE o ~ . ~ ~ i ~ i ~ Z ~1 /j ? ~1:`a..- ~ \ -`,ii' PAMLICO RIVER ~ ~ , s ~ / ~ ~ ~ ~ I 1 ~ ~ ; % ~ ~ RIPARIAN BUFFER Z ~ \ f 7107 ..wz ~ ~ ~ ~ , ~ h _.r f. f- ~'~~1 -r~~ }~rJ. 1, ~ ~S~ ~ d V ~ I ~ ~ i y i 1 a~ - ~ 1 1 ,1! \ I ~,f9 A / _ ~ 4.2. ~ ~ ~ ~ ~ ~ _ , E rF,~M CAr,~A ~ ~ ~ l 1 - ~ ~ ~ ~ ~ 404 WEfLANDS~, ~ ~ ' R~ ~ fir, ~ 4~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ UT1LE EASE CREE ~ ~ ~q .EASE CREEK ~ ~ , . l I 1 n / ~ I I _ ~ , ~ ~ ~ r ~ a ~ ~ ~ ~S t r:, ~ ~ ~ 4oa woos ~ ' i ~ ~ ~ - r~ ~ ~ - % i ~ I I s y , ' l f ~ / ~ ~ s , f 1 .tins- ~ ; ~ / 1 ~ s 1 y';' i ~ ~ ~ ~ i ~ ~ 7 r C1 ~ r,. 1 1 ~ ~ ~ . ~ ~ ~ ni=PE ~ ~S c? ~ 1 i y, 1 ! ~ - ~ ~ \ ~ t ~ ~ ~ I I ~I _ ~ ~ ~ 1 ~ ~ , ~ ~ i ~ ~ # i ~ ~ f / ~i ~ i ~ \ ~ \ ~ CAYA UNE ~ ~ ~ / ~ / ~ ~ ~ / ~ ~ ~ ' 2g ~ / ~ ' ~.<< I i~ ~ ~ / t N t th 9 / r~ i ) ~ ~ / l ~ l <h~ , l ~ ~ i ~ ~ ~ C ~ / i 0 1 ~ ~ /,rf ti ~ ~ V I - ~ ~ ~ ~ f i ` ~ i A ~ ~ ~ 1 1 - ~b I 1 ~ Iy~ ~~~E~ 11 6 E~ SETEfA~:~ ' ~ FkOM ~~AMA ~ ~ ~e ~ ~ ~---40a wETLANGS r~ _,~I% too. I , ~ ~ , LiNE / ~ ` T pR ' X' ~ ~ ~ ~ ~ A ~ J ~ - ~ ~ ~ !1 : .J q i ~ ~ ~ ~ ~ ~ n ~ ' ~ l ~ ~ ~ ~ ~50' RAMLIi:ij RIVER ~ ~ ~ s ~ I R!FARLAN BUFFER \ ~ c i ~s ~ / \ r i _ ~ ~ r.~ ~ l 7` ~ / o ro ~ ;`f•~'~ j ~ ~ ~7 ~ r~ - w c,; ~ ~ ~ N ~ r> ~ o N \ n t ~ u, ~ ~o 0~^0 ~r N \ ~ v, o N l \ s ~ r; ~ r, . ~ / \ 1 ~ ~ ~ m / ~ ~ / Z N G~'i ,h h ~ / ~ _ 1 ~ ~ • w h a ',,p,~~ _ , ~ ~ , r~ ~ h wJ 2 / m r ca j Z T. C-55 / / G 56 j ~ z :r ~ a. 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